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Environmental effects on cover cracking due to corrosion
www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf4 Aug 2010: 35]. Morelong term corrosion tests are needed to establish relationshipsbetween corrosion rates and environmental properties. ... 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability. Results that match 1 of 2 words
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CUED Structures Group Theses - Chan
www-civ.eng.cam.ac.uk/abstract/ibabs.htm8 Jul 2004: Fibre-reinforced-polymers versus steel in concrete bridges: Structural design and economic viability. ... Thus if a bridge is to be repaired the speed rather than the material cost is of economic importance. -
Direct tension test to simulate bond behaviour between FRP plate and…
www-civ.eng.cam.ac.uk/cjb/papers/cp87.pdf27 Mar 2010: These bond tests also neglect the effects from the presence of steel bars. ... This is typical of the behaviour that is reported from conventional bond tests. -
Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf17 Aug 2001: Measurement of Small Strains using Semiconductors in Centrifuge Tests CN. 1.0 Introduction. ... Jama@ 1995 Page 7. Measurement of Small Strains using Semiconductors in Centrifuge Tests CN. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... using this system on payloads of upto 287 kg in a 80g centrifuge test. -
PII: S0013-7952(99)00033-2
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/75_Engineering_Geology_No53_Issue2_195_204.pdf5 Jan 2004: 2 would have increased the dispersion recorded at sional tests with two sensors present. ... Results of tests with copper sulphateparticles. In order to substantiate the copper adsorptionTo test the value of photometric sensors indetecting ‘real’ -
19 Feb 2008: Movies. Royal Institution 2003 Lecture. 35.6MB). 15.8MB mpeg). Gravity Compensation System. deployment sequence (3.9MB Quicktime movie). details (3.3MB Quicktime movie). Offset Collapsible Rib-Tensioned Surface (CRTS) Reflector. (4.4MB avi). Solid
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TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 Aug 2001: from shearvane tests, Hamilton et al (19!31). Assuming identical vertical stresses, overconsolidation. ... of the centrifuge test the fingers came cut of contact with the tower. -. -
Teaching material for schools - Tall Building design
www-civ.eng.cam.ac.uk/cjb/schools/buildings1/index.html22 Feb 2011: Buildings for the earthquake test. Collapse. Files to download:-. -
CUED home page - W Huang: behaviour.html
www-civ.eng.cam.ac.uk/dsl/sma/behavior.html21 Jul 1998: DSC tests;. tension tests at different constant temperatures;. tension tests with different strain rates;. ... Phenomenological constitutive model. A phenomenological constitutive model based on two kinds of tests (the standard tension test, carried out -
CUED home page - W Huang: report1.html
www-civ.eng.cam.ac.uk/dsl/sma/report1.html21 Jul 1998: These tests are the standard tension test, carried out at different constant temperature, and the thermal cycling test under different constant loads. ... Two additional tests are carried out, the Differential Scanning Calorimeter test, which determines -
2D NAPL experiments using the CU y-radiation system H. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf7 May 2002: Armbruster, 1990. 3! '"1"! -. 1.3 Test fluid. The lighter than water Non Aqueous Phase Liquid used was Soltrol 220 (Phillips. ... what is happening inside the tank. In order to compare past test results obtained at CU with these experiments, the same -
thesis
www-civ.eng.cam.ac.uk/dsl/sma/thesis.html21 Jul 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bar with diameter of 6.5 mm. ... We present a phenomenological model which is based on tension test, carried out at -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Whuangabs.htm18 Nov 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bars with diameter of 6.5 mm. ... We present a phenomenological model which is based on the tension test, carried out at -
University of Cambridge
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf25 Jul 2012: The disturbance effect of the Self-Boring Pressuremeter test in drained conditions e.g. ... Thanet sand is simplified to a cavity contraction occurring before the test proper. -
CUED Structures Group Theses - Lancaster
www-civ.eng.cam.ac.uk/abstract/erlabs.htm10 Nov 2003: A few tests were carried out with dents formed under non-zero pressure. ... From comparison of the full-size and small-size tests, the importance of initial cracks was established. -
ACMBS5 final
www-civ.eng.cam.ac.uk/cjb/papers/cp81.pdf25 Aug 2008: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the -
CUED Structures Group Theses - Kuang
www-civ.eng.cam.ac.uk/abstract/kjabs.html19 Oct 2004: This loading was followed by a static shear test with low moment at the hinge position. ... the cyclic imposed–deformation tests, and the residual shear strength was appreciably greater. -
CUED Structures Group Theses - Chan
www-civ.eng.cam.ac.uk/abstract/tkcabs.htm23 Sep 1998: Tensile tests on cruciform specimens with different welding configurations, finger geometry and layout have shown that the load carrying capacity depends more on welding configuration than on finger profile. -
CUED Structures Group Theses - Iqbal
www-civ.eng.cam.ac.uk/abstract/iqbalabs.htm10 Nov 2003: Tension, bending and torsion tests were performed to obtain the stress-strain and moment-curvature relationships which show almost linear behaviour of the material for large strains except for a small
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